Construction of a bituminous road from Dr. Brijesh Tyagis residence to Harsh Dairy in Ward-45, Shastri Nagar Sector 3.

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Providing laying spreading and compactiog graded stone aggregate to wet mix macadam including premixing the material with water at OMC in mechanical mix plant,carriage to mixed material by tipper to site, laying in uniform compacted layers of 100 mm thick with paver in sub base/base course on well prepared surface and compactong with vibratory roller to achiver the desired density including all T&P taxes & labour cess etc as directed by engineer in charges etc all. complete.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per SQM on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher to the requred grade leval and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&h specification no 507) adjustment for bituman shall be done as per job mix formula and e-in-c latter no 2651 Dt 27.07.2012

Providing and laying bituminous concrete with 100-120 TPH batch type H.M.P. producing an average output of 75 tone per hour using crushed aggregates from approved quarry of specified greding premixed with bituminous binder VG- 30 @ 5.40 per cent of mix and filler transporting the hot mix to work site layig with a hydrostatic paver finisher to required grade level and allgnment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction (Ref. to mort & h specification No. 509.) adjustment for bitumen shall be done as per lob mix formula and Engineer-in-charge letter no 2651 Date 27.07.2012

Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms /sq.mt. area . Thickness of 2.5 mm inclusive of surface applied glass beads as per I.R.C uniform and free from steaks and holes.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level level1:2:4 (1 Cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 40 mmnominal size derived from natural sources)

Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate.